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Home My WebLink AboutWCC 314 - Plot Plan"BASE HOUSE STANDARD FEATURES" MODEL: 5271 (LOT SPECIFIC) ELEV 5 - LEFT HAND 9' FULL BASEMENT MASONRY WRAP 2 CAR SIDE ENTRY GARAGE 1 CAR FRONT ENTRY GARAGE (2) 4'X4' WINDOW WELLS Contractor should verify sump pit location with Field Manage Note: LOT # 314 ±15,005 SF NO PAD PER PLAN MFFE 894.4 PER PLAN MFPG 892.5 PER PLAN Minimum Front Yard - 20' Minimum Side Yard - 5' or 8% (_ 8.0') Minimum SY Aggregate - 15 or 18% (= 18.0') Minimum Rear Yard - 20' The lowest elevation to have gravity sanitary sewer service must be more than one (1) foot above the lowest top of casting elevation of either the first upstream or downstream manhole on the main line sewer to which the connection is made. Flood Hazard Note: Lot Number 314 lies within Flood Hazard Zone "X" per the scaled location on the Flood Insurance Rate Maps for Hamilton County, Indiana (Community Panel 18057CO205G, dated November 19, 2014). Note: This document has been prepared for the benefit of the parties indicated hereon, for the express use of obtaining a residential building permit. This document has been prepared and based upon the construction documents, record drawings, and additional information prepared for this development by others. This document is not based upon a field survey and Coor Consulting does not warrant the accuracy or completeness of this information. do�dd�o�g odQg p o T a� o o 1M 303 WEST MAIN STREET KNIGHTSTOWN. INDIANA (888) 593-2667 (765) 345-5943 FAX#: (765) 345-5692 DATE: 05/28/19 JOB #2004-060.314CHELM REVISIONS:3 Gar. FFE = 895.0 1 st Fir FFE = 896.8 TOW = 895.8 Bsmt FFE = 887.0 Drive Slope = ±10% LQ,OUunsd HQIPP h N'MIt �E o No. S0557 STATE OF SU 0cj Contractor should verify site specific information depicted hereon with the approved construction plans for this development in regards to sidewalk and handicap ramp placement, widths, and construction. Contractor should verify site specific information in regards to erosion control placement and materials. Also, Contractor should reference Architectural plans for foundation orientation and dimensions. Unless otherwise stated hereon, no information pertaining to but not The contractor/owner should verify existing conditions prior to construction. Any varying field conditions or any discrepancy with the information contained hereon should be immediately reported to COOR Consulting & Land Services, Corp.; failure to do so would result in the contractor/owners assumption of liability. Note: Manholes must remain accessible and at grade at all times. Note: Unless otherwise stated hereon, no information pertaining to but not limited to, fluctuating water tables elevations, soil types, and conditions within the building areas of this development have been provided and\or referenced on said documents. With the excavation of the proposed structure foundations, certain care and observations should be made in regard to such conditions as soil types and fluctuating water tables. During the excavation process should any unsuitable soils or ground water be witnessed, the builder shall be immediately notified for further examination and consultation. At the builders discretion, additional construction techniques may be necessary to alleviate future problems. VILLAGE OF WESTCLAY SECTION V02 -B P.C. 4, SLIDE 110 INSTR. #200600042602 LOT # 314 12668 ROSEBERRY DRIVE CARMEL, IN 46032 PLOT PLAN Prepared For: Pulte Pulte Homes of Indiana "BASE HOUSE STANDARD FEATURES" MODEL: 5271 (LOT SPECIFIC) ELEV 5 - LEFT HAND 9' FULL BASEMENT MASONRY WRAP 2 CAR SIDE ENTRY GARAGE 1 CAR FRONT ENTRY GARAGE (2) 4'X4' WINDOW WELLS Contractor should verify sump pit location with Field Manag_w Note: LOT # 314 ±15=5 SF NO PAD PER PLAN MFFE 894.4 PER PLAN MFPG 892.5 PER PLAN Minimum Front Yard - 20' Minimum Side Yard - 5' or 8% (_ 8.0') Minimum SY Aggregate - 15 or 18% (= 18.0') Minimum Rear Yard - 20' The lowest elevation to have gravity sanitary sewer service must be more than one (1) foot above the lowest top of casting elevation of either the first upstream or downstream manhole on the main line sewer to which the connection is made. Flood Hazard Note: Lot Number 314 lies within Flood Hazard Zone "X" per the scaled location on the Flood Insurance Rate Maps for Hamilton County, Indiana (Community Panel 18057CO205G, dated November 19, 2014). Note: This document has been prepared for the benefit of the parties indicated hereon, for the express use of obtaining a residential building permit. This document has been prepared and based upon the construction documents, record drawings, and additional information prepared for this development by others. This document is not based upon a field survey and Coor Consulting does not warrant the accuracy or completeness of this information. Oor��a0�or�g��a�c 00c�� a 303 WEST MAIN STREET KNIGHTSTOWN. INDIANA (888) 593-2667 (765) 345-5943 FAX#: (765) 345-5692 DATE: 05/28/19 JOB #2004-060.314CHELM REVISIONS:3 Gar. FFE = 895.0 1 st Fir FFE = 896.8 TOW = 895.8 Bsmt FFE = 887.0 Drive Slope = ±10% La��a�c�c H@Nh Q30 tt,"1M'1"', No. Cp . S0557 STATE OF10 ; Contractor should verify site specific information depicted hereon with the approved construction plans for this development in regards to sidewalk and handicap ramp placement, widths, and construction. Contractor should verify site specific information in regards to erosion control placement and materials. Also, Contractor should reference Architectural plans for foundation orientation and dimensions. Unless otherwise stated hereon, no information pertaining to but not The contractor/owner should verify existing conditions prior to construction. Any varying field conditions or any discrepancy with the information contained hereon should be immediately reported to COOR Consulting & Land Services, Corp.; failure to do so would result in the contractor/owners assumption of liability. Note: Manholes must remain accessible and at grade at all times. Note: Unless otherwise stated hereon, no information pertaining to but not limited to, fluctuating water tables elevations, soil types, and conditions within the building areas of this development have been provided and\or referenced on said documents. With the excavation of the proposed structure foundations, certain care and observations should be made in regard to such conditions as soil types and fluctuating water tables. During the excavation process should any unsuitable soils or ground water be witnessed, the builder shall be immediately notified for further examination and consultation. At the builders discretion, additional construction techniques may be necessary to alleviate future problems. VILLAGE OF WESTCLAY SECTION V02 -B P.C. 4, SLIDE 110 I N STR. #200600042602 LOT # 314 12668 ROSEBERRY DRIVE CARMEL, IN 46032 PLOT PLAN Prepared For: Pulte �roui. Pulte Homes of Indiana